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<br />30--2 <br /> <br />35 <br />. 35.1 <br />35.11 <br />36 <br />36.1 <br />36.2 <br />36.3 <br />36.4 <br />36.41 <br />36.42 <br />36.43 <br />36.44 <br />36.45 <br />36.46 <br />36.47 <br /> <br />. <br /> <br />WATER INFORMATION MANAGEMENT SYSTEM HANDBOOK <br /> <br />MONITORING <br />Contents of Monitoring Plans <br />Data Collection <br /> <br />APPENDICES <br />Appendix A - Examples of Individual Methods <br />Calculations for Required Maintenance Flows <br />Appendix B - Common Steps for Calculating the Required <br />Maintenance Flow Hydrograph <br />Appendix C - Measurement of Channel Characteristics <br />for Predicting Bankfull Discharge <br />Appendix 0 - Concepts Used in the Procedure <br />Hydraulic Geometry-Discharge Relationships <br />Effective or Dominant Discharge <br />Sediment Transport-Discharge Relationships <br />Streambank Erosional Processes <br />Consequences of Stream Channel Disequilibrium or <br />Channel Stability Imbalance <br />Low Flow Channel Function and Stability <br />Literature Cited <br /> <br />*-FSH 4/89 AMEND 3-* <br />